The Textbook of Architecture

Rules · Columns · Structure · Façades

Strong and weak supports alternate

Where one nave vault spans two bays of the arcade, give the principal piers, which receive the vault, a heavier compound section with shafts running up the wall, and make the intermediate supports lighter: columns or simpler piers.

A–B–A (pier, column, pier) · or A–B–B–A in Saxon churches

Alternating supports: compound piers with responds (in red) between plain columns. Open in Models ↗

Alternation began as rhythm before it was structure: in Saxon churches a pier alternates with two columns simply to punctuate the arcade. With vaulting it acquired a reason. At Durham massive compound piers carrying the transverse arches alternate with drum columns carved with chevrons, flutes and diapers; in Early Gothic the sexpartite vault kept the alternation alive.

Related rules

The Derand–Blondel rule for abutments

To find how thick the pier of an arch must be, divide the intrados into three equal parts; draw a line from the springing through the first division, and produce it beyond the springing by its own length. A vertical through the end of that line marks the outer face of the pier.

pier ≈ ¼ span (semicircle) · ≈ 0.23 span (equilateral) · less for a lancet

Cite this page Chris Paton, “Strong and weak supports alternate”, The Textbook of Architecture, https://textbookofarchitecture.com/rule/rom-alternating-supports. Text, drawings and models licensed under CC BY-NC 4.0.